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HomeMy WebLinkAboutPlan, Final APPLICANT 6/11/2020FINAL SITE REVIEW PLAN SET FOR 860 42ND STREET N.W. 1/4, N.P. 1/4, SEC. 32, T.17S, R.2W. W.M. TAX LOT 200 SPRINGFIELD, LANE COUNTY, OREGON NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1 162F AND IS IN AN AREA DETERMINED TO BE OUTISIDE 500—YEAR FLOODPLAIN. \\ \ 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 20 YEAR TIME TO 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C4. TRAVEL ZONE FRANCHISE UTILITIES ELECTRIC, PHONE & CABLE ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 129 \ \ BRASS CAP 30' SOUTH OF RAILROAD TRACKS AND 60' WEST OF WEST CURB ON 42ND STREET ELEVATION — 484.46 (NAVD88). TOPO SURVEY DONE BY OLSON & MORRIS. 5. THERE ARE NO LTD FACILITIES WITHIN A HALF MILE OF THE SITE.\ 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANT RESIDES APPROXIMATELY 85 FEET SOUTH OF THE SOUTHEAST PROPERTY CORNER. \a \ 8. SOIL TYPE ON THIS SITE IS NEWBERG URBAN LAND COMPLEX, HYDROLOGIC GROUP C (WEB SOIL SURVEY). w �, rs'\\ 9. THIS MAP IS FOR TOPOGRAPHIC INFORMATION ONLY. IT IS NOT A BOUNDARY SURVEY. 10. SITE IS LOCATED WITHIN THE 20 YEAR TIME OF TRAVEL ZONE FOR DRINKING WATER PROTECTION. AS s S 7R tg p' WWMH 205 RIM = 48 . 0' \�, \\ 139 " \ 8" FL NW = 479.40' GRAVEFIR L\ \ \� ; ¢ ( ) \ DRIVEWAY \ \ 8" FL (S) = 47 . 5 " \ �FL (SE) = 479. \ h _. �\IL° Irk I x \ \ 3\ \ GRAVEL \, 24" E� GREEN (TO B REMOVE . \ *Z i LOT 1 i 17-02-32-22-00100 5}g LOT 1 `\ 17-02-32-22-01700 ' 44" WEYERHAEUSER F EFFLUENT LINE I � M OR � � A�'°F g R ® ASPHALT \\ `L `• / �0� 13 DECIDUOUS TO BE REMOVED a• $ 484 EX WW MH J26019 , �. •� v�' I "'` EX CI 46741 __ Y-12 FL W IN 475.54 9 DECIDUOUS 8"-12" FL (N) IN=475.54 ! �� RIM ELEV. 485.057 " (TO BE REMOVED) TRAFFIC 12" FL (E) =482.36' ' 3 PRESSURE FL (SW) OUT=482.42 r TWIN DECIDUOUS SIGNAL 1 RIM ELEV.=485.54' I (TO BE REMOVED) POLES" 10 FL (S) = 482.62 s a� LOT 200 I II � 17-02-32-22-00200 I h STREET �{�¢ — �p ®_ �a —�p$� a — -_ _ g@p m.o m® ppp� pppp PSP I° £YI Fib � i�iBYE aYtt�A 1i31 1S`a19�t /�.r �.� 14 STATION I �� f \ EX DITCH INLET #47586 (TO BE REMOVED) -3 5 OVERHEAD " () ��� I rx EASEMENT PER DOC. f RI FL E OUT=... NO. 2013-063270, RIM ELEV�=484A9 LCODR • DOUBLE • �"" ��� BILLBOARD oI ►� 254.34 ''484 I •—•.. / • I I• 483", IRAI L6D SIGNk BAR \ I N D U S� T e I A L So lI ASSESSOR'S MAP 17-02-32-22 TAX LOT 200 VICINITY MAP N.T.S. SHEET INDEX C-1.0 SITE ASSESSMENT PLAN C-2.0 SITE DEVELOPMENT PLAN C-3.0 SITE GRADING & PAVING PLAN C-4.0 SITE DRAINAGE & UTILITY PLAN C-5.0 CIVIL DETAILS C-5.1 CIVIL DETAILS LA -1.0 SITE PLANTING PLAN A3.1 FLOOR PLAN A6.1 BUILDING ELEVATIONS FRANCHISE UTILITY PROVIDERS ELECTRIC: SUB WATER: SUB TELEPHONE: CENTURYLINK CABLE: COMCAST NATURAL GAS: NW NATURAL GAS OWNER/APPLICANT OAKWAY GOLF, INC P.O. BOX 2266 EUGENE, OR 97402 CIVIL ENGINEER A&O ENGINEERING, LLC 380 Q STREET, SUITE 200 SPRINGFIELD, OR 97477 (541) 302-9790 ARCHITECT RODD HANSEN ARCHITECT LLC 1551 OAK STREET EUGENE, OR 97401 PHONE: (541) 687-7800 SCALE 1 "=20 IF LEGEND `484` --'" EXISTING CONTOURS --•--•--•— EXISTING BOUNDARY . . . . .V..V.. • mm ADJACENT PROPERTIES — -- EXISTING CURB LINE x — EXISTING FENCE 8"W EXISTING WATER MAIN W� ] EXISTING WATER METER 0 EXISTING WATER VALVE xxy EXISTING FIRE HYDRANT *-8"WW ®_ — EXISTING WASTEWATER SYSTEM W EXISTING CLEANOUT ST 24"SD — sT -- EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN EXISTING CURB INLET ..� EXISTING STREET LIGHT �UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE ---�--2"G — us-- EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE 0 PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE 0 PROPOSED STORM MANHOLE 0 PROPOSED STORM CLEANOUT 1 PROPOSED CURB INLET I I" �` �.€`� PROPOSED PAVED AREA PROPOSED SIDEWALK SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION SHEET 0 O co 20 r cu W E-,Q�.� Q ..� w a o = W p4 o � con W 0 SHEET 0 O co 20 r SHEET 0 Q rn p4 Z W 0 W W 0 0 N o a Q aLL JI SHEET \\ SITE DATA: TOTAL SITE AREA 26,136 SQ. FT. (0.60 AC) TOTAL IMPERVIOUS AREA = 17,892 SQ. FT. (68%) IMPERVIOUS NON—BLDG AREA = 10,716 SQ. FT. ROOF AREA = 7,176 SQ. FT. \ LANDSCAPE AREA = 8,254 SQ. FT. (32%) REQUIRED PARKING: TOTAL REQUIRED = 12 (1 PER 500 S.F.) TOTAL PROVIDED = 12 SPACES °\ HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 BICYCLE PARKING REQUIRED= 3 (1 PER 3,000 S.F.) LONG TERM= 1 SPACE — TO BE LOCATED INSIDE �o.,, `�`,�� \0� SHORT TERM= 2 SPACES OF BUILDING \ ,ls \ �F \ EDGE OF GRAVEL \` q \44 WEYERHAE "NO PARKING • FIRE LANE STREET SIGN EFFLUENT UNE I 1 \ I \ � \ I I 1 I t 1 �tA S. 17-02-32-22-01700 GRAVITY 1 EXISTING PRIVATE SANITARY SEWER PUMP STATION Mm GRAVITY— EX WW MH #26019 / 8"-12" FL (W) IN=475.54 8"-12" FL (N) IN=475.54 3" PRESSURE FL (SW) OUT=482.42' RIM ELEV.=485.54' \ IN 'NO PARKING FIRE LANE' \ STREET SIGN \ EXT OF I OF EXS UNK FEI \ \ \ \ \ 17-02-32-22-00100 3 10.00' x 10.00' • OVERHEAD DOOR HHESSUKILED LINE 5.00' LANDSCAPE BUFFER.,, .� . 1. BICYCLE PARKING IS PROPOSED. SHORT TERM LOCATED AT NORTHWEST CORNER OF BUILDING. LONG TERM WILL BE LOCATED INSIDE BUILDING. 2. FENCE LOCATIONS SHOWN ARE PRELIMINARY. FINAL LOCATION TO BE DETERMINED AT TIME OF BUILDING PERMIT. 3. "CLICK TO ENTER" GATE OPENING SYSTEM TO BE INSTALLED ALONG WITH KNOX GATE AND KEY SWITCH AT MAIN SITE ENTRANCE. 4. KNOX PADLOCK TO BE INSTALLED ON 4—FOOT MAN GATE FOR WALKWAY CONNECTION TO 42ND STREET. 5. STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN TO BE POSTED AT SITE DURING CONSTRUCTION ON FENCE OF STAND—ALONE POST IN HIGHLY VISIBLE AREA. GENERAL NOTES: 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 811. 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALTY CODES AND THE LOCAL AUTHORITY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL PROFESSIONAL. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND—EXPOSE (POT—HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. SCALE.' 1 "3D' LEGEND WELLHEAD PROTECTION CONSTRUCTION NOTES: _---- —484, 1. THE DEVELOPMENT FALLS IN THE 20 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO 5' WALKWAY DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD AND 4' MANGATE DEVELOPMENT CODE SECTION 3.3-200. W/ KNOX PADLOCK EXISTING CURB LINE 11: \ 2. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE 8"W REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL CHEMICALS TO PROPOSED FOR USE ON—SITE PRIOR TO USE OR DELIVERY THE PROPERTY. BASED ON THESE i/2 MSDSS THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVE FOR D 0 USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DENSE NON—AQUEOUS PHASE LIQUIDS OR i DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR a DNAPLS. EXISTING TRAFFIC }SIGNALS EXISTING CATCH BASIN W 3. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN—UP MATERIALS DISPOSED OFF—SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ 'OSED INFILTRA`nON TER REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER II CONTAMINATION. o 4. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE D Ex Cl #46741 ,,� RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS 10 FL s IN=}92.62' , J SIGN 12 FL (E) OUT=482.36 AND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF RIM ELEV.= 5.05' CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING BE MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. 8"WW ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. MNG BILLB0ARD1 5. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT 0 FLUID—CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A I DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE II I PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO II THE SOIL OR STORM WATER DRAINAGE SYSTEM. iI 6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. SCALE.' 1 "3D' LEGEND _---- —484, EXISTING CONTOURS —•--•--•-- EXISTING BOUNDARY ..M. . - -_.� . ._. . ADJACENT PROPERTIES EXISTING CURB LINE --x—x— EXISTING FENCE 8"W EXISTING WATER MAIN EXISTING WATER METER i/2 EXISTING WATER VALVE EXISTING FIRE HYDRANT WW 8"WW ®® EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT S 24"SD sT _— — EXISTING STORM DRAINAGE SYSTEM E-+ w o EXISTING CATCH BASIN W EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER o EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE �2"G GAs EXISTING GAS MAIN EXISTING GAS VALVE BE PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE 0 PROPOSED WASTEWATER CLEANOUT 1211ST PROPOSED STORM LINE PROPOSED STORM MANHOLE u PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PROPOSED FENCE .' " p }. ' ,•r' jr°' ;.f` PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER : ,,,. A 12" C.R. AS PER DETAIL. REFER TO SHEET C-5.0. .7 7, ; ,; ,q. PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2 CRUSHED ROCK W/4 WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION SHEET C-2.0 0 • Q. a � • i/2 O Q1 �,-C O tt un • � E-+ w o W d O o 00 1g- o Q, o`d o v SHEET C-2.0 0 Q. SHEET C-2.0 0 u u W 0 N a Q a CN Lol SHEET C-2.0 j "BREAK EVERY 8' O.C. FOR DRAINAGE 484.23 \ \ 483.73 ACNapp' 483.33 TC \ H 'r.; 482.8 \ h e \ 483.73 TClem tem \ 483.23 ACS a as 483.53 TC 9 483.03 AC `F 483.93 TC � �. A �� . 485.83 TC r h 5 \ \ 483.43 ACy p 483.30 AC ok \ P 484.00 TCY p� ; 483.50 ACcA.� `•. a`�484,43 7C .P 483.93 Ac 484.56C 484.06 484.06 AC N� "F° \ 485.06 TC 48456 AC - �l VERTICAL CURB g \PER DETNLON \ SHEET C-50. 484.63 AC\� r{Q4.90 04.42 CB =t VERTICAL CURBNINST I PER DETAIL ON BOL SHEET C-5.0. i x " 1RASH ENCLOSt 484.1�,�PER DETAIL ON 484.76 8 . 9 `" Oc '\\SHEET C 5.0. CONC/AC / 2 \ �$� X480.10 4.60 pp�v. \° lek • � � �, \4\ � "484.65 `�. NCONC �N \ 485.06AC `�484.56h AC Y °� \ ` ,,,� s „ �y 485.56 TC \ Yr 485.06 AC ` 485.14 TC a 484.64 AC 4 485.54 TC 485.54 TC 485.04 AC 485.04 AC iE C.. t 484.78 N c Ac # ` 484 y :. °x\484.35CB , t a, `�: `� '��, 484.78 �, `� �. a �"� •a � �� At; `485.21 TC k€ `484.71 AC INFILTRATION PLANTER . \ b' h PER DETAIL ON ",484 i SHEET C-5.0. `484.9' �. T.O.W.=484.50 ` GONG ACS ` 'GONG AC T.O.B.=483.00 mm_ _. d .. ` x 484.98 CONC/AC 'd .• : e . ses J I E BW/AC 484.98 / z PROPOSED BUILDING CONC \ Acis FFE=485.00 484 - FL=482.00 �� II I I f s 0 NOTES: 1. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 129 BRASS CAP 30' SOUTH OF RAILROAD TRACKS AND 60' WEST OF WEST CURB ON 42ND STREET ELEVATION = 484.46' (NAVD88). TOPO SURVEY DONE BY OLSON & MORRIS. 2. IMPERVIOUS AREA = 17,892 SQ FT (68%) 3. LANDSCAPE AREA= 8,254 SQ FT. (32%) 4. GRADING INCLUDES DROP FROM BUILDING FINISH FLOOR ELEVATION TO BACK OF SIDEWALK. 5. TRASH ENCLOSURE TO BE COVERED AND HYDRAULICALLY ISOLATED. 6. CONTOURS SHOWN ON THIS SHEET ARE EXISTING. PROPOSED FINISHED GRADES ARE CALLED OUT ON PLAN SHEET. 7. ALL ADA FACILITIES SHALL MEET REQUIREMENTS OUTLINED IN AMERICANS WITH DISABILITY ACT, CURRENT EDITION. 8. TENANTS SHALL MEET REQUIREMENTS OUTLINED IN DRINKING WATER PROTECTION PERMIT. 9. SIDEWALK ALONG 42ND STREET ADJACENT TO PROPERTY SHALL BE CLEARED OF VEGETATION AND ANY CRACKED, HEAVED OR DAMAGED SIDEWALK PANELS TO BE REPLACED PRIOR TO OCCUPANCY OF BUILDING. ESTIMATED CUT/FILL VOLUMES CUT = 720 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 420 CU. YD. OF EXISTING ONSITE MATERIAL ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR USE UNDER DRIVEWAY, PARKING AREA, AND BUILDING PAD. ORGANIC MATERIAL PROPOSED TO BE HAULED TO LANE FOREST PRODUCTS. LEGEND \ `484.42. AD , �t4 BOLLARD 484.62 CONC/AC �� .. PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK CONC CONCRETE ELEVATON EX TC EXISTING TOP OF CURB FFE FINISH FLOOR ELEVATION VG VALLEY GUTTER ELEVATION T.O.B. TOP OF BANK T.O.W. TOP OF WALL HP HIGH POINT \ `484.42. AD , �t4 BOLLARD 484.62 CONC/AC �� .. 4' 484.62 . \ACONC f � 1l. EXISTING CURB LINE 1 �O .00, EXISTING WATER MAIN 484.62 CONC to \ S=1.00% 4• \ 484.72 AD 485.22 TC 484.72 CONC/AC TRASH ENCLOSURE GRADING DETAIL SCALE: 1 "=10' SCALE.' 1 "30' LEGEND -484' ---' EXISTING CONTOURS --•--•--•- EXISTING BOUNDARY . . . • . . - ADJACENT PROPERTIES � 1l. EXISTING CURB LINE - X EXISTING FENCE -�- -8"W EXISTING WATER MAIN [.W] EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT WW 8"WW -® ww EXISTING WASTEWATER SYSTEM _ EXISTING CLEANOUT ST 24"SD - -ST_--- EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN Q t EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC • !"•� EXISTING TRANSFORMER un W EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE _2"G - r -As EXISTING GAS MAIN W EXISTING GAS VALVE OR PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE ) PROPOSED WASTEWATER CLEANOUT 11 2"ST PROPOSED STORM LINE 8 PROPOSED STORM MANHOLE 0 PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER 12" C.R. AS PER DETAIL. REFER TO SHEET C-5.0. $, ; , PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U 0 � 1l. a _ M Q t W ~tc ~ 5 • !"•� o un W � � W � o O WCl O N I O a Q a Lol 0 biml a No C-3.0 0 _ M 04 o � O WCl O N I O a Q a Lol 0 biml a No C-3.0 3. MIN, PHONE t --'DIRECT BURY OR GREY DUCT ERIC ABLE OFF WHITE JOINT UTILITY TRENCH DETAIL NTS EX WW MH 426019 1 8"-12" FL (W) IN=475.54 8'-12' FL (N) IN=475.54 3' PRESSURE FL (SW) OUT=482.42' RIM ELEV.=485.54' BE COORDINATED WITH EACH FRANCHISE UTILITY COMPANY. ARKING LOT DRAINAGE �e NT iNi FT R =AR9 nn 11 DITCH INLET SEE DETAILS ON SHEET C-5.1. 6' FL OUT (E)=482.50 a SUMP=477.98 GRATE FL= EX Cl #46741 NEW 6' FL (W) IN=482.46 10 FL (S) IN=482.62' 12' FL (E) OUT=482.36' RIM ELEV.=485.05' DRAINAGE TABLE CB#1 6" FL OUT (SE)=482.75 GRATE=484.42 SUMP=480.85 CB#2 6" FL OUT (SW)=482.52 GRATE=484.19 SUMP=480.62 CB#3 6" FL OUT (SW)=482.21 GRATE=484.35 SUMP=480.78 iJ\ Ul l Vl l 111L.L-1 FT/ VYV - (TO BE REMOVED) 12' FL (E) OUT=??? 1, IM ELEV.=484.09 3 S 4' WATER RS PER DETAIL HIS SHEET. L I i I� NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS. CABLE - COMCAST ELECTRIC - SUB GAS - NORTHWEST NATURAL PHONE CENTURY LINK WATER - SUB 4. PHONE, CABLE, ELECTRIC TO BE JOINT TRENCH PER DETAIL ABOVE. 5. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE PRELIMINARY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY PROVIDERS FOR UTILITY CONNECTIONS. JOINT UTILITY TRENCH PER DETAIL ON THIS SHEET. UAL � I c WATER METER LAYOUT DETAIL SCALE: 1 "=5' LEGEND `- ^484- EXISTING CONTOURS --•--•--•— EXISTING BOUNDARY . . . . . . ADJACENT PROPERTIES I EXISTING CURB LINE -- 11 r 8"W EXISTING WATER MAIN EXISTING WATER METER o L 1 ..L � TAP INT EXISTING I 1,I „ 6 WATER LINE. TO S 24"SD -- - sT _- - EXISTING STORM DRAINAGE SYSTEM BE COORDINATED WITH SUB. EXISTING CATCH BASIN II 111 9 N Lo BACKFLOW ASSEMBLIES/ 2 EXISTING UNDERGROUND ELECTRIC HOTBOXES PER DETAIL EXISTING TRANSFORMER ON SHEET C-5.1. --PHN EXISTING TELEPHONE LINE �2"G r -As EXISTING GAS MAIN EXISTING GAS VALVE DR WATER METER LAYOUT DETAIL SCALE: 1 "=5' LEGEND `- ^484- EXISTING CONTOURS --•--•--•— EXISTING BOUNDARY . . . . . . ADJACENT PROPERTIES _-- __ EXISTING CURB LINE -- EXISTING FENCE 8"W EXISTING WATER MAIN EXISTING WATER METER o EXISTING WATER VALVE W EXISTING FIRE HYDRANT *--8"WW ww EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT S 24"SD -- - sT _- - EXISTING STORM DRAINAGE SYSTEM = EXISTING CATCH BASIN EXISTING CURB INLET N Lo EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC a EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL --PHN EXISTING TELEPHONE LINE �2"G r -As EXISTING GAS MAIN EXISTING GAS VALVE DR PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE � PROPOSED WASTEWATER MANHOLE Q PROPOSED WASTEWATER CLEANOUT 12"ST. PROPOSED STORM LINE � a PROPOSED STORM MANHOLE O PROPOSED STORM CLEANOUT 0 PROPOSED CURB INLET PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER 12" C.R. AS PER DETAIL. REFER TO SHEET C-5.0. PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V M O w W 0 � o W a N N Lo U Q w a o z U z U � o� o q � W co a. SHEET M O w W 0 SHEET M O W 0 � o W N Lo U Q w o z U z U � O q � W co Q W � a CN uj SHEET M 0 N Lo U Q w o z U z U w Cl CV O a Q W � a CN uj SHEET STANDING SEAM METAL PROVIDE WATER PRIMING SYSTEM SECTION TRASH ENCLOSURE cli FLOOR PLAN TRASH ENCLOSURE TRASH ENCLOSURE DETAILS TOPSOIL MATERIAL LANDSCAPE AS PER PLANS XTRUDED CONDRETE CURB CLASS 3000 — 1/2' LAND 6'r CONCRETE, AC PAVING SURFACE SHALL BE CLEAN LEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY, le '6 SURFACE AS PER PLANS ....................................... .... ............. ...................................... O N.T.S. DRAIN -RITE W/ 4 OUTLET CONCRETE PAD SLOPE TO GRATE .. A TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC-y//i FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4"PVC WASTE WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN N.T.S. 727 ELEVATION 6' WHEEL STOP DETAIL NTS PAVEMENT SECTION DETAIL NTS 3" LEVEL 2 HMAC 1/2" AGGREGATE. 12" MIN. COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL. NOTES: 1. BASE ROCK TO BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-180 PROCTOR. 2. ASPHALT TO BE COMPACTED 92% OF RICE DENSITY. VAN ACCESSIBLE DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE STR ACCESS AISLE 4" WHITE PAVEMENT STENCIL WHITE BORDER PES SITE REVIEW PLAN SET NOT FOR CONSTRUCTION SHEET C-5.0 O O V) 08 � w wazo � u O Q co o o 04 Q4 Q-4 04 LL i C/D SHEET C-5.0 O O V) � w U � u O Q co o o 04 Q4 Q-4 04 LL i C/D SHEET C-5.0 V) U u 0 o o 04 04 LL i SHEET C-5.0 TWR1 LED wNumber LED Wall Luminairer'' reg Introduction The popular TWR1 luminaire is now available with long-lasting, energy-efficient LED technology. Spedficatons Featuring a classic dayform, the TWR1 LED offers Width: 12-15/16" a traditional appearance and is powered by � advanced LEDs. 9,? ` t .aCn,f gg The TWR1 LED luminaire is powerful yet energy �: ; "T x efficient, capable of replacing p to a 3 2OW metal halide luminaire while saving yap to 0% in energy O'waiight. costs. Offering an expected service life of more than 20 years, the TWR1 LED eliminates frequent lamp and ballast replacement's associated with traditional technologies, x EXAMPLE: TWR1 LED 2 50K MVOLT T Ri LED (Wank) Darkbfolve NOTES 1 (CCT)shown is nornin-al per ANSI CM 377.8, 2 WOMMver operators on any line voltage from 120.277V (50160 €4, 3 Photo cowl :not available with 4OW K, FEATURES & SPECIFICATIONS INTENDED USE The W4R1 LED ombines traditional wall Haack design rAth hie s atput LEDs to prrmde an e€sa _ eff€dent low rnairatenance LECA wall page suitable for repladng cep to :32VW MIH ffixtures . The tradrdonal shape helps maintain building aesthetic. when repiacincg only a pons on of your buildings )troll paw. TM1 LED is ideal for outdoor applications such as 5:arpoft, loading areas, drivweays and parl&,ing area. CONSTRUMON Rugged cast-aluminurn housing with bronze polyester paovo er paint for lasting durability. Door is hinged on the aide so door svA s out of the away during installation and service, matings are sealed with a orae-plece gasket to inhibit the entrance of external contamisoan'ts, air VOLT driver operates on any liras voltrage from 120-4277V (5 2, s OHx). TOM LED 9 has 6k'V surge protectk,n, TWR1 LE' � 2 and 3 have 10kV prmr€ion, Rated for outdoor installations, -40'C minimum ambient, OPTICS € igh-per`ormance LEDs maintain €gyp to 7% of light output at 100,1040 € ou s of service life (L671100,000 hours), Prisrnatrc gWs lens elessgned for supeeor lighting dr,trib stion, uniformity and fixture spacing. See Ughting pacts label, and photometry report-, for specific 4-A .ire Performance, OFA A1C W L'I"Affliva INSTALLAMON Designed for avail mounting above fourfeet from ground, Housing is configured i for mounting directly over a standard 4" outlet box y others:) or for:srsr€ace �ririrrx� via any of three c nvenient 1121 threided conduit entry hubs. UNGs UL Listed to U.S, and Canadian safety standards for wet locations. T"Ied in acroMance= wA IESNA LM -79 and l,.lvl-80 starsdards, Desirgntights Consortiurnl—D (DLQ quAfied product, Not all versions of this product may be €SLC qualified, Please Check the SLC Q salified products f rst at . ,;u 0 r4 to confirm which versions ars; qualified. Note, 7VAI LED 14UK/,%K WOW qualified only for 120V applications, WARRANW Five-year limited warranty. Full Warranty terms located es z:s .��7r�• ....,. 3 t, �,.::.<.e.:z �. �: , a',v • x i"� ry.. .. i „ :? ;., C;'>;, Now- Actua l perkwmance ma s differ as a resultof end-user environment and application, All values are design arypic.:ai valises, rneasured under'abvra%owy conditions at 25 °C, Specifications subject to chxange without notice. One iitlrorrilWay r Conyers, Georgia =2 + Rho n ;${f-279. 41 • Fax: 770,918.1 2013-2015 Acuity Brands Lighting, Inc, All nrghes reserved. LANDSCAPE BLOCK T.O.W.=484.50 T.O.B.=483.00 A FL=482.00 ANY PORTION OF PLANTER' WITHIN 10' OF BUILDING MUST BE LINED IN 10 MIL POND LINER FL=480.00 VARIABLE SWALE WIDTH i JB 1.50 DEPTH DITCH INLET PER I DETAILS AT RIGHT-1_7�1­ SLOPE 3:1 VARIABLE WIDTH FLAT BOTTOM k F �'). i •ter v� � F * F`F F!�• .? . . , . 24 GROWING 4f,,ti MEDIUM N"; f. l 13.2 X,' :` ,,' �,''�,. >,f . �' ,f�F fp°F s° .M` ,! .�•;.t ,> ,V\�., ,, A ROCK CHAMBER FL=479.00 s *,F 3y.��',M1'' �'?'cyf/�', 'Da >',!�>� ��a'>'�x�'��\�`� �~\�•''�`fi•l`�`�';,�'°.,j'_�$��'�z..v`��b:>'��e`„�, '�e�e'�.` «`�\�•�4.'\�`�`4''`1';f" `�,,�c'�''"a-.,�`'r°e'`"O, ! �aJ �..>!�a°�a>' '.� �rm_ !""`���>,����,,!>'Y�d" 9��'ra o-mc�a��°�f .` �`"�f��f�>.t f ;af ff�l,l,lff,•s �nf �•''�`��� ,,e"����°;'o�,���`�.;F \a�'df,�`�:•/' ''�i,.'`�.` °°>'/ .r 'afil�, s> �"�'�"'�.����.o�w �°'.-�".e`:�:.'`�f�•`.!r •,k !`.''�fl+A �'°a"�f+.� �`��''>�.>°'���`..,>a. �w i?°�.��._�i�_''�,°`..et \�r .<'`.. �`w�.i.1 ,` �`°';�.i !-�.,. ROCK CHAMBER TO BE / 4" PERF WRAPPED IN FILTER FABRIC PIPE INFILTRATION PLANTER DETAIL NTS *GROWING MEDIUM CONSISTS OF A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. FOC MINIMUM 0.20 (40-50%) ORGANIC MATTER. ENGMM TO SPEW STORY SEVER PIPE BOX FABRICATED FROM 10 GA. MATERIAL STATE APPROVED — ASPHALT DIPPED GA 12" S Q UARE WITH 6" 0 OUTLET STORM WATER CATCH BASIN WITH DITCH INLET DWG PROD. MAN. DOUG P. DWN. PAUL G. SCALE NONE 3WCE 1972 D121 Gibson Steel Basins DATE: MAY 17, 06 MODEL: GDI-42—HB-12 247 Washington St. Eugene, Or. 97401 ph: (541) 687 — 8672 fax: 344-0207 ELECTRICAL SERVICE BOX LOCATION TO COORDINATE W/ ELECTRICIAN. SEE ELECTRICAL PLAN FOR POWER AND WIRING DETAIL TO PUMP. 6"ST PVC FL=482.50 `��)�INSTALL 2" PVC SWING CHECK VALVE SIN HORIZONTAL PORTION OF PIPE TO ,a,� ll, , I ENT BACKFLOW OF STORMWATER id�,�£�b6y�� , t 2 PVC PRESSURE a> LINE TIE INTO GRAVITY PIPE IN STRUCTURE WATERPROOF BOX FOR ELECTRICAL CONDUIT ROUTE CABLE TO SURFACE MOUNTED JUNCTION BOX 2" PVC UNION ZOELLER PUMP M268 SERIES 1/2 HP SUBMERSIBLE SEWAGE PUMP W/2" DISCHARGE INSTALL ZOELLER 39-0007 Z—RAIL THREADED RAIL SYSTEM 1" ORIFICE FL=483.00 SWALE FL=482.00 I f 3 SUMP DITCH INLET ORIFICE DETAIL FRONT VIEW NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION -' F� 0 h� W a �O W O tl LC) Q Y V 4 U QW U O� O W > W Q U SHEET C-5.1 0 O c*� co W W W �O W SHEET C-5.1 0 LC) Q Y V 4 U U W Q W > W Q o 04 SHEET C-5.1 NOTES: 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FILTERS SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY. 2. USE ONLY SHRUBS AND VARIETIES, AS INDICATED ON PLAN. CHANGES MUST BE APPROVED BY DESIGNER. 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT LIST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE. 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE MET, THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD EROSION SPECIALISTS. 8. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE SOD LAWN (5,428 SF). 9. INFILTRATION PLANTER TO BE FILLED WITH 2" ROCK MULCH 10. INFILTRATION PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO FINAL APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. PLANT LIST (FOR STREET TREES) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME KD 3 Cornus Kousa 2" cal. As Shown Korean Dogwood lti' 4 NX a � \ ` 3x \ . \ „ b 9 1) KD r� �* cy e� NNN\,1, +� p 4 HNN, \. A a t a• ° a \H o X 4� Nx 9 2r e xNN��. a'*w '\,, a \ ♦ ate, y " e <"o N. NNN °\ r r 1 4 <a • a, �.�c f ♦„', k"e``, 'e, \ F L'S" +♦ °¢y. k f ,''.` 0``�. \� �' •,, \\\`', . \ a°ow♦kY �w ., '`"`,\k,`P�``" NN IN, NNN a 3. 4`>,_ a \4, ''',y \ k` `'� k, \2 ��m \ v \ y \ {e4 o sro��nva \\ \ n° \ * ° , ® +�w s� wa `` y♦. 4�\ ♦♦ �y`` k * n ww �``,�. A`� w\ , �`', r♦. k '' ��� \ ��� .,,� �" • o- NN w < vv vv n � es `'r\ .# \ \� �, \\'a. \ �. '4x >NN, `'��` ''>\� x,<'' \ \''" •�,� ,�'�, \* \ \ "'',,. �.�� q,;<.�a v vNY q 'N \ NNN NN. �•' �'�, � �� Via, k k \ ,\ w 1':x \ +4,,�. N\ kms\ �� \ °°c v v e v 7 v Will \ r e vi vv d .. ,.,.'""` !� '>• ° vvv vi v v v v v v > /x- " vv vvvvv moi= _r 'v v v _. vvv v vv av vvvv_ "i v vvv V v /fr.4_>4 a4., r. 9 �" vvvvvv PROPOSED BUILDING ° v ° r 4 .4 4 vvvv vvv (6000 SF) vvvvv � e e e SITE LAWN PLANTING SCALE: 1 "=20' PLANT LIST (FOR PARKING STRIP) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME AGG 1 Ginkgo biloba 'var' 2" Cal. As Shown Autumn Gold Ginko SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME SA 10 Gaultheria shallon 1 Gal. As Shown Salal 4Y 1`h , ems <5e4 ',.N 4,<� a, hyi. �,� .F' a,� °fin Com. S� NN°n� N ^d c ri „ c :a' � 3> w" a <#+ yr N a<• "NIN NNN -NNN . , �. LAWN a J �, NN 1`x'"0, kwe. km +ter., � � h \ 'a>, \w \<`, \a \ w. .',, \ 'a eF u w a e• .! „ a cw sr a o ^ ,w°°'''k1~'''� ,. �t ao-¢ a ` e, ` ,.. x sv � r� `r. Y *z m •a N, 11 w" x a a N\ AGG l NN i �'Oek `a<. °` `ecw4 �'+y` ,wtx •°r°, Y v Sx Y 'S <3 w 'e u ``" \ � ''' °a�♦ x k' x.10) SA NN.. 1) KD PARKING LOT PLANTER PLANTING SCALE: 1 "=10' 1) KD PLANT LIST(PIANTER PLANTING I ) I SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME SA 12 Gaultheria shallon 1 Gal. As Shown Salal SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUND COVER COMMON NAME AU 262 Arctostaphylos uva—uris 4" 1' Spacing on Kinnickinnick center alternating HS 262 Helictotrichon sempervirens 4" AU and HS Blue Oat Grass v r'ry, 0 F !.. " _ I I �, < k k € i NNN` �J:: t4 18 A�v SA NN, A,,° '"',�, eLE♦. '9• ,wok"+, .✓Y'• ➢ v °. b"3 it.. 'S x M� \e € v v _ ovasY NN V v, z.� k"..k�s a�\ 4,,♦ ywaw'a`'+>,� ! � a • �`f� ` ? z. v v' A ♦, Q S o 0" l��1 v v ;x,, v a >v ♦ >^'"" m v 3 v v a a m j GROUv ND COVER _ " a v a `fr �♦PER TABLE ABOVE ; ' v v >0 v 7 v .. 4O C � ''ate \• 55 v v v JNN ,. {, v v '� 'i+ �•t ri v'. \\\♦1 .Z ` may\ ""> 2� Y+` w vk ¢ v v v r v v v . • © L!vvv v �� °�. . v v vvv er vvvv PV v v v v ", Y� vvvvv - �r� . v v v v v it J� . ao w w W� s '¢% 'A' 4•v v v v <Y m 1 v v v v o- �y cc B "I T1 �a v vvv ,,, ll a w a V vvvvv k� u ca' m'7 Ny v v v v vw, '4t a� 4% INFILTRATION PLANTER PLANTING SCALE: 1 "=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V �! W a • �� con C O ckl Qkkl ��1•-• LO Q Y w oo z U 0 o U Q Q U o p W > p o o rol V a Q aLL SHEET LA - 1.0 �! W SHEET LA - 1.0 LO Q Y z U z Q Q U p W > p o o a Q aLL j SHEET LA - 1.0